ATTACHMENT 1 - SOW - SPECIFICATIONS.pdf

Repair Johnson Running Track JBSF203617

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00.01 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 13.10 00 SPECIAL PROCEDURES-SURVEYING

01 35 13.20 00 SPECIAL PROJECT PROCEDURES-CAD

01 35 13.30 00 SPECIAL PROJECT PROCEDURES- GIS

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 29 OCCUPATIONAL SAFETY AND HEALTH

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 20 CONTRACTOR QUALITY CONTROL

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 56 00.00 44 DUST CONTROL

01 57 20 ENVIRONMENTAL PROTECTION

01 71 23.16 CUTTING AND PATCHING

01 72 00.00 44 ALTERATIONS TO EXISTING FACILITIES

01 77 00.00 20 CONTRACT CLOSEOUT

01 78 00 CLOSEOUT SUBMITTALS

01 78 36.00 WARRANTY OF CONSTRUCTION

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 41 00 DEMOLITION

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 11 20 BASE COURSE FOR RIGID AND SUBBASES FOR FLEXIBLE PAVING

32 11 23 AGGREGATE BASE COURSES

32 11 30 LIME TREATED SUBGRADE (LIME MODIFIED SOILS)

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 17 23 PAVEMENT MARKINGS

32 92 19 SEEDING

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

050805

SECTION 01 11 00.01

SUMMARY OF WORK

05/11

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals Existing Conditions; G

SD-01 Preconstruction Submittals SD-03 Product Data

Quality Control; G SD-02 Shop Drawings

Shop Drawing; G Pre-Construction Qc Checklist

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 DESCRIPTION OF SERVICES / GENERAL INFORMATION

The scope of this project is to Repair the running track by full depth replacement the existing rubberized running Track and installation of new rubberized surface to include striping.Correct improper surface drainage in the grass areas that is abutting the running track, to approximately a max distance of 5 feet from edge, by grading these areas to allow for drainage away from the track. . The project will have a Base Bid with two bid options that shall be added to the project if approved and authorized by the Contracting Officer as shown on drawing sheet provided C-101.

1.2.2 Location

Johnson running track was originally constructed in 1970 is located at JBSA Fort Sam Houston. It is bounded by Worth Road to the north, Stanley Road on the east, Schofield Road on the south and Dickman Road to the west.

1.2.3 Work Elements

The work elements include, but are not limited to, the below listed tasks:

1.2.3.1 Surveying

The contractor shall conduct necessary field surveys for benchmark, control, and staking necessary to construct the Johnson Running Track and to produce As-Built drawings when construction is complete. Follow JBSA survey standards and specifications including tying in to existing Fort Sam Houston benchmarks in accordance with 01 35 13.10 00 SPECIAL PROJECT PROCEDURES-SURVEYING. Contractor to submit final As Built

CADD documents IAW section 01 35 13.20 00 SPECIAL PROJECT PROCEDURES-CAD.

SECTION 01 11 00.01 Page 1

1.2.3.2 Work Plan

Using collected survey data, the contractor shall develop and submit work plan Showing the phases of the work to repair by full depth replacement of Johnson Running Track.

Develop a work plan indicating means and methods to replace the running track and resurface with an approved running surface. Plan shall include, at minimum, a narrative describing the work to be performed and supporting documentation to include final construction drawings, plans and shop drawings showing details of demolition, construction of the running track and striping.

Work plan shall identify requirements for safety devices, dumpster location(s), and protection of stored material from exposure to weather, protection of property and personnel, project site access routes and circulation patterns, contractor use of the premises, parking, security procedures, equipment, materials storage and waste disposal.

1.3 Existing Work

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.4 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permit in accordance with section 01 14 00 WORK RESTRICTIONS prior to start of excavation. To be coordinated with CONS through 802 CES. Contractor must verify existing utility locations indicated on contract drawings, within area of work. Identify and mark all utilities not managed and/or located by the local utility companies. Verify elevations before start of the demolition to establish the locations at which an adjustment in grade can be made.

PART 2 PRODUCTS

2.1 GOVERNMENT FURNISHED ITEMS

Design Drawing

ATTACHMENTS

This scope of work includes the following attachments:

1 Submittal Register

2 Conceptual Drawings

SECTION 01 11 00.01 Page 2

PART 3 EXECUTION

3.1 Materials Testing and Inspections

3.1.1 Materials Testing

The contractor shall schedule and request tests and inspections .

3.1.2 Manufactures Qualification For Track Surface

Protective surfacing should have been installed at a minimum of 10 sites and been in successful service for a minimum 5 year calendar period. The manufacturer shall provide a Certificate of Insurance AA rated for a minimum one million dollars covering both product and general liability.

3.2 Demolition and Environmental Plans

Contractor shall use means and methods to minimize excessive debris transfer from the project site to the surrounding roadways. The contractor shall submit Demolition and environmental protection plans and make applicable notifications to State and Federal agencies. Adhere to all requirements, Environmental Protection as it applies to this work.

3.2.1 Civil Site

Remove the running track as indicated on attached drawings. Removal includes the rubberized surface, asphalt and base-course. Debris and waste materials shall be accumulated and disposed of at an approved site.

3.3 Pre-Bid Site Visit

Attend a Pre-Bid site visit to verify measurements, quantities and investigation of existing site conditions. Contractor attendance is required. To be coordinated with CONS through 802 CES.

3.4 Work Plans and Related Documents

Contractor will prepare and submit for acceptance a set of Work Plans and Related Documents required for the project. These plans and documents will be prepared in accordance with all applicable Federal, state, and local regulations; The Contractor will incorporate information and data from the pre-Bid site visit, the pre-demolition Environmental Hazmat Survey and other documents as available. Within 14 days of contract award.

3.5 Existing Conditions

Contractor shall document existing conditions prior to beginning work with photographs. NLT 9 calendar days.

3.6 General Responsibility of Contractor

The Contractor is responsible for obtaining all information necessary to properly perform all work. The Contractor is responsible for field verifying all information contained on any As Built drawings provided or acquired. The Contractor is responsible for coordination of project work activities with the Contracting Officer that would interrupt or limit the on-going daily activities and/or functions of the surrounding facilities.

SECTION 01 11 00.01 Page 3

3.7 Temporary Structures

The Contractor shall furnish and erect all temporary side, barricade covers and temporary structures necessary for the proper and safe conduct of the work. A suitable perimeter fence shall be erected around the work site in accordance with section 01 57 20 ENVIRONMENTAL PROTECTION. All such temporary structure upon the completion of the work under contract shall be removed, without additional compensation therefore. Fencing must be installed around the perimeter of the project site for the duration of the work and removed before the project is considered complete.

3.8 Debris Removal and Disposal

The Contractor shall provide all labor and equipment necessary for the removal and disposal of the Running track. The work shall consist of removing the debris generated from demolishing the identified structure.

All demolition debris shall be collected and transported to the designated disposal areas. Disposal fees are the responsibility of the contractor.

3.9 Post Demolition

Clean up and remove all signs of temporary construction facilities, work areas, structures, foundations or temporary structures, stockpiles of excess waste materials, or any other vestiges of demolition. All restored area shall be smoothly and evenly dressed and sloped to drain. The contractor shall fill and compact all Voids left by the removal of pipe, structures, etc. The contractor shall provide all fill materials to the site as needed. The Contractor shall provide approved fill material and complete final grading in such a way to ensure the site has proper drainage, there is no ponding of water, and that run off does not cause damage to adjacent properties. Compaction of fill shall match the compaction of adjacent undisturbed material. The entire parcel shall be left in a level, neat, safe and sanitary condition.

3.10 Construction Demolition

The Contractor shall control dust resulting from demolition and construction activities. No person may cause, suffer, allow, or permit a structure, road, street, alley, or parking area to be constructed, altered, repaired, or demolished, or land to be cleared without taking minimum precautions to achieve control of dust emissions.

3.11 Occupancy of Premises

section of the Johnson Running Track that are not part of the construction sequence shall remain active through the construction period. Arrange with the contraction officer a sequence of procedure,temporary structures, means of access, space for storage or materials and equipment, and use of approaches.

3.12 DD-1354

Contractor is responsible of submitting a DD-1354 form to 802CES upon completion of the project and final Acceptance.

3.13 NEW WORK

Contractor shall supply labor and new materials unless otherwise specified to provide a complete and usable system. Colors, finishes and tile

SECTION 01 11 00.01 Page 4 patterns shall match existing.

3.13.1 Slope

A minimum of 1%, maximum of 2% slope of leveling course as allowed by track construction rules shall be maintained in the leveling course for proper drainage of track surface area.

3.13.2 Structural Layer

The structural layering will be continued until the specified thickness is obtained.

3.14 HOURS OF OPERATION

All work shall be performed during the normal duty day, 7:30 A. M. to 4:30 P. M., Monday thru Friday, except for federal holidays and unscheduled requirements. When access to a facility permits, service may begin earlier, upon approval of authorized government personnel.

3.15 RECORDS MANAGEMENT

The Contractor shall manage all data created for Government use or legally controlled by the Government, in support of the functional activity or required by AF publication, IAW with the AF records management procedures in Air Force Instruction (AFI) 33 - 322, Records Management Program, paragraph 10 and Air Force Manual (AFMAN) 33-363 and the Air Force Records Disposition Schedule (AF RDS) located https://afrims.amc.af.mil/rds_series.cfm.

3.16 SERVICE SUMMARY

Schedule of Deliverables and Milestones

Performance Objectives

(PO)

Description PWS Paragraph Performance Threshold - Completed yes/no

PO-01 Site survey Plans, Environmental plans and schedule of work/timeline

Paragraph 1.2.3.1 Within 30 days of contract award.

PO-02 Existing Conditions and Temporary Structures

Paragraph 3.7 To be coordinated with CONS through 802 CES.

PO-03 Submit Work Plan Paragraph 1.2.3.2 NLT 30 calendar days

PO-04 As built location of underground utilities

Paragraph 1.4 To be coordinated with CONS through 802 CES.

SECTION 01 11 00.01 Page 5

Performance Objectives

(PO)

Description PWS Paragraph Performance Threshold - Completed yes/no

PO-05 Daily/Weekly Progress Reports

Paragraph 1.1 Weekly

PO-06 DD-1354, Transfer and Acceptance of DoD Real Property

Paragraph 3.12 14 calendar days after final acceptance

-- End of Section --

SECTION 01 11 00.01 Page 6

SECTION 01 14 00

WORK RESTRICTIONS

11/15

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. AIR FORCE (USAF)

AFI 40-201 (Incorporating Change 1, 17 December 2015) Radioactive Materials (RAM) Management

AFI 48-148 (20 NOVEMBER 2014) Ionizing Radiation Protection

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. The following shall be submitted in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals list of Contract Personnel; G

Installation Access

1.3 SPECIAL SCHEDULING REQUIREMENTS

All medical and mission critical areas will remain in operation during the entire construction period. The contractor shall conduct his operations so as to cause the least possible interference with normal operations of the activity.

Permission to interrupt any Activity roads, railroads, and/or utility service must be requested in writing a minimum of 30 calendar days prior to the desired date of interruption.

1.4 CONTRACTOR ACCESS AND USE OF PREMISES

1.4.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and cleared for such entry. Mark all Contractor equipment for identification

SECTION 01 14 00 Page 1

1.4.1.1 Subcontractors and Personnel Contacts

Provide a list of contract personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency, As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.4.1.2 Installation Access

Non DOD persons (Contractors, vendors, etc) requiring entry to JBSA installationFort Sam Houston shall be sponsored by an authorized DBIDS registered DOD ID card holder.

Sponsors must notify the Security Forces Visitor Control Center for the installation that access is required no later than 10 days prior to the requested entry date. Sponsors or Authorizing Official must request the permit in writing or via email from a .mil address to the Visitor Control Center. An Application forthe Installation Access Credential form (see Appendix D) will be submitted by the Sponsor or Official to the Pass and Registration Office. Contractor and vendor companies requiring access to Joint Base San Antonio shall provide the credential information for their employees to the sponsor in order to process the access.

All construction contractor employees shall have:

a. One form of picture identification

b. Provide personal (full name, date of birth, home address, and driver license number) and vehicle information.

The following is also required for passes 60 days or longer:

a. A memo from the construction company on company letterhead stating the reason for entry, contract number, project start and end date, and the location at JBSA of where the jobsite is located.

1.4.1.3 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.4.1.4 Government Housing Areas

a. Haul routes to and from constructions sites cannot go throught the housing, residential areas.

b. When working inside a housing area, working hours are limited to 0800 (8 am) to 1600 (4 pm) unless otherwise approved by the Contracting Officer.

1.4.2 Emergency Response Requirement

Contractors reporting an emergency should provide the 9-1-1 dispatcher with the following information:

SECTION 01 14 00 Page 2

a. Building number, address or general location

b. Name

c. Phone number

d. Emergency information (cause of fire, explosion, natural gas leak, injuries, etc.)

e. Please, do not hang up the phone until directed by the 9-1-1 dispatcher.

IMPORTANT: If calling 9-1-1 from a mobile phone on any JBSA location you will be directed to the local 9-1-1 dispatcher. Advise the local dispatcher of your location (JBSA-Fort Sam Houston, JBSA-Lackland or JBSA-Randolph). Immediately the local dispatcher will transfer the 9-1-1 phone call to a JBSA emergency dispatcher.

1.4.3 Radioactive Materials and Equipment (Use and Storage)

a. Non-Air Force agencies, including contractors, who intend to use, or store, radiation sources on Joint Base San Antonio, Fort Sam Houston and Camp Bullis must obtain proper authorization in accordance with the above references AFI 40-201 and AFI 48-148 . Non-Air Force agencies will not use radiation sources on referenced locations without an approved Department of the Air Force Radiation Permit. Such equipment typically includes equipment for Soil Density Testing, Lead-Based Paint Analysis (X-Ray fluorescent analyzer), etc.

b. Non-Army agencies (including civilian contractors) require an Air Force Radiation Permit(s)(AFRP) to use or possess ionizing radiation sources on an Air Force installation. For the purpose of this paragraph, ionizing radiation source means any source that, if held or owned by an Air Force organization, would require a specific NRC license or Air Force radiation authorization - ARA.

c. The non-Air Force applicant will apply by letter with supporting documentation through the Installation Radiation Safety Officer (RSO).

Submit the letter so that the installation representative receives the application at least thirty (30) days before the requested start date of the permit.

d. The Air Force radiation permit (AFRP) application will specify start and stop dates for the AFRP and describe for what purposes the applicant needs the AFRP. See the document in Appendix A for AFRP requirements and instructions to apply for a permit. The following information shall be submitted to the RSO for the AFRP request.

1) Brief Description of Proposed Activities

2) The applicant possesses a valid U.S. Nuclear Regulatory Commission (NRC) Form 347 material license that allows the applicant to use the source as specified in the AFRP application.

3) The applicant possesses a valid Agreement State or Radioactive Material License (Texas Department of Health, Bureau of Radiation Control) license that allows the applicant to use radioactive material (RAM) as specified in the AFRP application and the applicant has filed NRC Form 241, Report of Proposed Activities in Non-Agreement States, with the NRC in accordance with 10 CFR

150.20. A copy of the NRC Rom 241, must accompany the TRC Form 12-1. An AFRP issued under this circumstance will be valid for no more than 180 days in any calendar year.

SECTION 01 14 00 Page 3

4) Project Local Point of Contact: Name, Address, and Phone.

5) Company Radiation Safety Officer: Name, Address, and Phone.

6) Copy of Contractual Clause of the Air Force/Army Contract describing work to be performed and inclusive dates (from the contract)

7) Provide log of actual equipment usage to the JBSA-FSH RSO.

8) Leak test documentation for the equipment with the radioactive source(s).

9) Site map defining area where radioactive materials/equipment is to be used.

10) Radiation Safety Program to include standard operating procedures (SOP), training program and designation of Radiation Protection/Safety Officer.

11) Written confirmation that the JBSA-FSH RSO can conduct periodic assessments and has authority to suspend contractor operations believed to be unsafe.

12) For naturally occurring or accelerator produce radioactive material (NORM/NARM) and machine-produced ionizing radiation sources, the applicant has an appropriate State authorization that allows the applicant to use the source as specified in the AFRP application or has in place a radiation safety program that complies with Air Force requirements.

e. All AFRPs will require applicants to remove all permitted sources from Air Force property by the end of the work day. (Ft. Sam Houston policy, no radiation producing equipment will be stored on Ft. Sam Houston and Camp Bullis property overnight).

f. Disposal of radioactive material (RAM) by non-Air Force agencies on Air Force property is strictly prohibited. 3.2.3 Review, Approval/Disapproval. Review of the permit request and subsequent approval/disapproval requires approximately 30 days.

g. Submission of Application. Submit three copies of the application with the required supporting documentation to 502nd Air Base Wing Safety Office, Safety Point of Contact:

JBSA Installation Radiation Protection Officer (RSO) Capt Eduardo Artiga 59th Medical Wing/SGPB 559 MDW Office Telephone No: 210.671-7205 E-mail: eduardo.artiga.1@us.af.mil

1.4.4 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 14 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving

SECTION 01 14 00 Page 4 the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours..

1.4.5 Permits and Requests

All permit requests must include at minimum the following:

a. Site Map (8" x 11" or 8" x 14") 5 complete copies

b. 100% Construction Drawings 5 complete copies

c. Project Name and Number

d. Contractor & Subcontractor Name

e. Brief Description of Work - Identify all buildings and/or facilities possibly affected.

f. Desired Date for Work to Begin

g. Estimated Duration of Work

h. 14 Day Advance Notice minimum, unless otherwise noted.

i. Contractor's Representative Contact Information

1.4.5.1 Digging Permits / Utility Locate

a. Digging permits must be obtained prior to prior to any digging, drilling or any excavation work.

b. Digging permit /utility locates are available by submitting the completed US Air Force Form 103 located in Appendix A to the 502 CES Construction Manager.

c. Contractor to allow (14) calendar days for Government review of digging permit requests. A digging permit for a specified area of excavation expires 30 days after the issue date; the contractor shall re-apply for a new permit to perform excavation in the area if the excavation was not started within the 30-day period.

d. Permits will identify all underground utilities within 5 feet of the designated area. Contractor shall be responsible for all repairs, costs, and damages due to excavating without permit or damaging an identified utility.

1.4.5.2 Utility Outage Permit

a. Contractor shall complete and submit a written request 14 days in advance of the requested utility outage to CES Utility Manager through the 502 CES Construction Manager. The request shall include the utility service to be affected, proposed date, proposed time, and outage duration. Form 103 included in Appendix A can also be used for the request.

b. Contractor shall be responsible to coordinate with CPS Energy about any energy or gas outage request. This coordination is separate than

SECTION 01 14 00 Page 5 the government coordination.

c. Provide CES Construction Manager a copy of the written Utility Outage request.

d. After submitting the request to the government, the contractor shall received approval from the government prior to schedule a utility outage.

1.4.5.3 Hot Work Permits

Under no circumstances shall hot work operations start without a hot work permit.

All welding and cutting operations shall be performed in accordance with National Fire Protection Association NFPA Standard 5lB Fire Prevention during Welding, Cutting, and Other Hot Work. Contact the site specific JBSA fire department to request an AF Form 592 USAF Welding, Cutting and Brazing Permit. Ensure a copy of the AF Form 592 is located on site. Phone numbers are:

JBSA-Ft Sam Houston Fire Prevention

(210) 221-2727

JBSA-Lackland Fire Prevention (210) 671-2921

JBSA-Randolph Fire Prevention (210) 652-6915

Permits expire in 30 days. If work will extend beyond 30 day period the contractor shall contact JBSA Fire and Emergency Services to re-issue a new permit.

1.4.5.4 Road Closure Approval Requests

a. Road closings will not be permitted without approval. To get approval for a proposed road closure contractor shall submit a traffic control plan to the 502 CES Construction manger prior to anticipated need for closure

b. The Contractor traffic control plan will include each section of road that will be worked on or impacted as a result of this contract. The traffic control plan shall be in accordance with "Traffic Controls for Street and Highway Construction and Maintenance Operations" of the latest edition of the "Texas Manual on Uniform Traffic Control Devices."

c. Contractor will provide traffic control signs and barricades for all street widening and extensions. At least one lane of traffic must be maintained at all times.

SECTION 01 14 00 Page 6

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

SECTION 01 14 00 Page 7

SECTION 01 32 01.00 10

PROJECT SCHEDULE

10/19

PART 1 GENERAL

1.1 QUALIFICATIONS

The Contractor shall designate an authorized representative who shall be responsible for the preparation of all required project schedule reports.

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor QC approval.

Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Project Schedule CPM; G

PART 2 NOT USED

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

A Project Schedule as described below shall be prepared. The scheduling of construction shall be the responsibility of the Contractor. Contractor management personnel shall actively participate in its development.

Subcontractors and suppliers, subcontractors and suppliers working on the project shall also contribute in developing and maintaining an accurate Project Schedule. The approved Project Schedule shall be used to measure the progress of the work, to aid in evaluating time extensions, and to provide the basis of all progress payments.

3.2 BASIS FOR PAYMENT

The schedule shall be the basis for measuring Contractor progress. Lack of an approved schedule or scheduling personnel will result in an inability of the Contracting Officer to evaluate Contractor's progress for the purposes of payment. Failure of the Contractor to provide all information, as specified below, shall result in the disapproval of the entire Project Schedule submission and the inability of the Contracting Officer to evaluate Contractor progress for payment purposes. In the case where Project Schedule revisions have been directed by the Contracting Officer and those revisions have not been included in the Project Schedule, the Contracting Officer may hold retainage up to the maximum allowed by Contract, each payment period, until revisions to the Project Schedule have been made.

SECTION 01 32 01.00 10 Page 1

3.3 PROJECT SCHEDULE

The computer software system utilized by the Contractor to produce the Project Schedule shall be capable of providing all requirements of this specification. Failure of the Contractor to meet the requirements of this specification shall result in the disapproval of the schedule. Manual methods used to produce any required information shall require approval by the Contracting Officer.

3.3.1 AF IMT 3064

Use of the AF IMT 3064 will be the normal requirement for contractor construction schedule as part of this contract and shall include the required items, submittals, level of detail and contract requirements listed below for critical path method activities (Work Elements), in this paragraph C. through F and as detailed in the Instructions to Contractors on the reverse side of the AF IMT 3064, Form.

3.3.2 Use of the Critical Path Method

The Critical Path Method CPM of network calculation shall be used to generate the Project Schedule. The Contractor shall provide the Project Schedule in the Precedence Diagram Method (PDM).

3.3.3 Level of Detail Required

The Project Schedule shall include an appropriate level of detail. Failure to develop or update the Project Schedule or provide data to the Contracting Officer at the appropriate level of detail, as specified by the Contracting Officer, shall result in the disapproval of the schedule.

The Contracting Officer will use, but is not limited to the following conditions to determine the appropriate level of detail to be used in the Project Schedule:

a. Activity Durations: Contractor submissions shall follow the direction of the Contracting Officer regarding reasonable activity durations.

Reasonable durations are those that allow the progress of activities to be accurately determined between payment periods (usually less than 2 percent of all non-procurement activities' Original Durations are greater than 20 days).

b. Procurement Activities: Tasks related to the procurement of long lead materials or equipment shall be included as separate activities in the project schedule. Long lead materials and equipment are those materials that have a procurement cycle of over 90 days. Examples of procurement process activities include, but are not limited to:

submittals, approvals, procurement, fabrication, and delivery.

c. Critical Activities: The following activities shall be listed as separate line activities on the Contractor's project schedule:

i. Pre-final inspection.

ii. Correction of punch list from pre-final inspection.

iii. Final inspection.

iv. Construction phasing.

d. Government Activities: Government and other agency activities that

SECTION 01 32 01.00 10 Page 2 could impact progress shall be shown. These activities include, but are not limited to: approvals, approvals, design reviews, environmental permit approvals by State regulators, inspections, and Notice to Proceed (NTP) for phasing requirements.

e. Responsibility: All activities shall be identified in the project schedule by the party responsible to perform the work. Responsibility includes, but is not limited to, the subcontracting firm, contractor work force, or government agency performing a given task. Activities shall not belong to more than one responsible party. The responsible party for each activity shall be identified by the Responsibility Code.

a. Work Areas: All activities shall be identified in the project schedule by the work area in which the activity occurs. Activities shall not be allowed to cover more than one work area. The work area of each activity shall be identified by the Work Area Code.

b. Modification or Claim Number: Any activity that is added or changed by contract modification or used to justify claimed time shall be identified by a mod or claim code that changed the activity. Activities shall not belong to more than one modification or claim item. The modification or claim number of each activity shall be identified by the Mod or Claim Number.

Whenever possible, changes shall be added to the schedule by adding new activities. Existing activities shall not normally be changed to reflect modifications.

c. Feature of Work: All activities shall be identified in the project schedule according to the feature of work to which the activity belongs. Feature of work refers, but is not limited to, a work breakdown structure for the project. The feature of work for each activity shall be identified by the Feature of Work Code.

f. Scheduled Project Completion: The schedule interval shall extend from NTP to the Contract completion date.

a. Project Start Date: The schedule shall start no earlier than the date on which the NTP was acknowledged. The Contractor shall include as the first activity in the project schedule an activity called "Start Project". The "Start Project" activity shall have an "ES" constraint date equal to the date that the NTP was acknowledged, and a zero day duration.

b. Constraint of Last Activity: Completion of the last activity in the schedule shall be constrained by the contract completion date. Calculation on project updates shall be such that if the early finish of the last activity falls after the contract completion date, then the float calculation shall reflect a negative float on the critical path. The Contractor shall include as the last activity in the project schedule an activity called "End Project". The "End Project" activity shall have an "LF" constraint date equal to the completion date for the project, and a zero day duration.

c. Early Project Completion: In the event the project schedule shows completion of the project prior to the contract completion date, SECTION 01 32 01.00 10 Page 3 the Contractor shall identify those activities that have been accelerated and/or those activities that are scheduled in parallel to support the Contractor's "early" completion. Contractor shall specifically address each of the activities noted in the narrative report at every project schedule update period to assist the Contracting Officer in evaluating the Contractor's ability to actually complete prior to the Contract period.

g. Interim Completion Dates: Contractually specified interim completion dates shall also be constrained to show negative float if the early finish date of the last activity in that phase falls after the interim completion date.

d. Start Phase: The Contractor shall include as the first activity for a project phase an activity called "Start Phase X" where "X" refers to the phase of work. The "Start Phase X" activity shall have an "ES" constraint date equal to the date on which the NTP was acknowledged, and a zero day duration.

e. End Phase: The Contractor shall include as the last activity in a project phase an activity called "End Phase X" where "X" refers to the phase of work. The "End Phase X" activity shall have an "LF" constraint date equal to the completion date for the project, and a zero day duration.

f. Phase X: The Contractor shall include a hammock type activity for each project phase called "Phase X" where "X" refers to the phase of work. The "Phase X" activity shall be logically tied to the earliest and latest activities in the phase.

h. Default Progress Data Disallowed: Actual Start and Finish dates shall not be automatically updated by default mechanisms that may be included in CPM scheduling software systems. Actual Start and Finish dates on the CPM schedule shall match those dates provided from Contractor Quality Control Reports. Failure of the Contractor to document the Actual Start and Finish dates on the Daily Quality Control report for every in-progress or completed activity, and failure to ensure that the data contained on the Daily Quality Control reports is the sole basis for schedule updating shall result in the disapproval of the Contractor's schedule and the inability of the Contracting Officer to evaluate Contractor progress for payment purposes. Updating of the percent complete and the remaining duration of any activity shall be independent functions. Program features which calculate one of these parameters from the other shall be disabled.

i. Out-of-Sequence Progress: Activities that have posted progress without all preceding logic being satisfied (Out-of-Sequence Progress) will be allowed only on a case-by-case approval of the Contracting Officer.

The Contractor shall propose logic corrections to eliminate all out of sequence progress or justify not changing the sequencing for approval prior to submitting an updated project schedule.

j. Negative Lags: Lag durations contained in the project schedule shall not have a negative value.

SECTION 01 32 01.00 10 Page 4

3.3.4 Project Schedule Submissions

The Contractor shall provide the submissions as described below. The data reports and network diagrams required for each submission are contained in paragraph SUBMISSION REQUIREMENTS.

3.3.4.1 Preliminary Project Schedule Submission

The Preliminary Project Schedule, defining the Contractor's planned operations shall be submitted for approval within 10 calendar days after the NTP is acknowledged. The approved preliminary schedule shall be used for payment purposes not to exceed the first 30 calendar days after NTP.

3.3.4.2 Initial Project Schedule Submission

The Initial Project Schedule shall be submitted for approval within 30 calendar days after NTP. The schedule shall provide a reasonable sequence of activities which represent work through the entire project and shall be at a reasonable level of detail.

3.3.4.3 Periodic Schedule Updates

Based on the result of progress meetings, specified in "Periodic Progress Meetings," the Contractor shall submit periodic schedule updates. These submissions shall enable the Contracting Officer to assess Contractor's progress. If the Contractor fails or refuses to furnish the information and project schedule data, which in the judgment of the Contracting Officer or authorized representative is necessary for verifying the Contractor's progress, the Contractor shall be deemed not to have provided an estimate upon which progress payment may be made.

3.3.5 Periodic Progress Meetings

Conduct a mutually agreed upon periodic progress meeting with the Government for the purpose of jointly reviewing the actual progress of the project as compared to the as planned progress and to review planned activities for the upcoming two weeks. Use the current approved schedule update for the purposes of this meeting and for the production and review of reports. At the progress meeting, address the status of RFIs, RFPs and Submittals.

3.3.5.1 Update Submission Following Progress Meeting

A complete update of the project schedule containing all approved progress, revisions, and adjustments, based on the progress meeting, shall be submitted not later than four (4) working days after the progress meeting.

3.3.5.2 Progress Meeting Contents

Update information, including Actual Start Dates, Actual Finish Dates, Remaining Durations, and Cost-to-Date shall be subject to the approval of the Contracting Officer. As a minimum, the Contractor shall address the following items on an activity by activity basis during each progress meeting. The Contracting Officer's determination as to the number of allowable days of contract extension shall be based upon the project schedule updates in effect for the time period in question, and other factual information. Actual delays that are found to be caused by the Contractor's own actions, which result in the extension of the schedule, SECTION 01 32 01.00 10 Page 5 will not be a cause for a time extension to the contract completion date.

3.3.6 Submission Requirements

3.3.6.1 Change Justification

The Contractor shall submit a justification for each request for a change in the Contract completion date of less than two (2) weeks based upon the most recent schedule update at the time of the NTP or constructive direction issued for the change. Such a request shall be in accordance with the requirements of other appropriate Contract Clauses and shall include, as a minimum:

a. A list of affected activities, with their associated project schedule activity number.

b. A brief explanation of the causes of the change.

c. An analysis of the overall impact of the changes proposed.

d. A sub-network of the affected area.

e. Activities impacted in each justification for change shall be identified by a unique activity code contained in the required data file.

3.3.6.2 Additional Submission Requirements

For requested time extension of over two (2) weeks, the Contracting Officer may request an interim update with revised activities for a specific change request. The Contractor shall provide this disk within four (4) days of the Contracting Officer's request.

3.3.7 Ownership of Float

Float available in the schedule, at any time, shall not be considered for the exclusive use of either the Government or the Contractor.

SECTION 01 32 01.00 10 Page 6

SECTION 01 33 00

SUBMITTAL PROCEDURES

05/11

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals

Submittals which are required prior to the start of construction

Certificates of insurance

Surety bonds

List of proposed Subcontractors

List of proposed products

Construction progress schedule

Network Analysis Schedule (NAS)

Submittal register

Schedule of prices or Earned Value Report

Health and safety plan

Work plan

Quality Control(QC) plan

Environmental protection plan

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, SECTION 01 33 00 Page 1 instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-04 Samples

Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards by which the ensuring work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work.

SD-05 Design Data

Design calculations, mix designs, analyses or other data pertaining to a part of work.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. Unless specified in another section, testing must have been within three years of date of contract award for the project.

Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports.

Daily logs and checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that the product, system, or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, SECTION 01 33 00 Page 2 installer or Subcontractor through Contractor. The document purpose is to further promote the orderly progression of a portion of the work by documenting procedures, acceptability of methods, or personnel qualifications.

Confined space entry permits.

Text of posted operating instructions.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and (MSDS)concerning impedances, hazards and safety precautions.

SD-10 Operation and Maintenance Data

Data that is furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel, including manufacturer's help and product line documentation necessary to maintain and install equipment. This data is needed by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

This data is intended to be incorporated in an operations and maintenance manual or control system.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Submittals required for Guiding Principle Validation (GPV) or Third Party Certification (TPC).

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.1.2 Approving Authority

Office or designated person authorized to approve submittal.

1.1.3 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

SECTION 01 33 00 Page 3

Submittal Register; G

1.3 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.3.1 Government Approved (G)

Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, they are considered to be "shop drawings."

1.4 PREPARATION

1.4.1 [Enter Appropriate Subpart Title Here] Warranty of Track Surface

Furnished protective surfacing shall have a minimum 3 year calendar period warranty.

1.4.2 Transmittal Form

Prior to submittal, all items shall be checked and approved by the Contractor and each respective AF Form 3000 shall be signed and dated by the contractor certifying that the accompanying submittal complies with the contract requirements.

1.4.3 Source Drawings for Shop Drawings

The entire set of Source Drawing files (DWG) will not be provided to the Contractor. Only those requested by the Contractor to prepare shop drawings may be provided. Request the specific Drawing Number only for the preparation of Shop Drawings. These drawings may only be provided after award.

1.4.3.1 Terms and Conditions

Data contained on these electronic files must not be used for any purpose other than as a convenience in the preparation of construction data for the referenced project. Any other use or reuse shall be at the sole risk of the Contractor and without liability or legal exposure to the Government. The Contractor must make no claim and waives to the fullest extent permitted by law, any claim or cause of action of any nature against the Government, its agents or sub consultants that may arise out of or in connection with the use of these electronic files. The Contractor must, to the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities or costs, including reasonable attorney's fees and defense costs, arising out of or resulting from the use of these electronic files.

These electronic Source Drawing files are not construction documents.

Differences may exist between the Source Drawing files and the corresponding construction documents. The Government makes no representation regarding the accuracy or completeness of the electronic Source Drawing files, nor does it make representation to the compatibility of these files with the Contractor hardware or software. In the event that a conflict arises between the signed and sealed construction documents prepared by the Government and the furnished Source Drawing files, the signed and sealed construction documents govern. The Contractor is responsible for determining if any conflict exists. Use of

SECTION 01 33 00 Page 4 these Source Drawing files does not relieve the Contractor of duty to fully comply with the contract documents, including and without limitation, the need to check, confirm and coordinate the work of all contractors for the project. If the Contractor uses, duplicates or modifies these electronic Source Drawing files for use in producing construction data related to this contract, remove all previous indicia of ownership (seals, logos, signatures, initials and dates).

1.4.4 Electronic File Format

Provide submittals in electronic format, with the exception of material samples required for SD-04 Samples items. Compile the submittal file as a single, complete document, to include the Transmittal Form described within. Name the electronic submittal file specifically according to its contents, coordinate the file naming convention with the Contracting Officer. Electronic files must be of sufficient quality that all information is legible. Use PDF as the electronic format, unless otherwise specified or directed by the Contracting Officer.